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Application
A.,. A .n . TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy de Weerd City Council Members: Keith Bird Brad Hoaglun Charles Rountree David Zaremba To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: 26 -Sep -13 Transmittal Date: September 10, 2013 File No.: AZ 13-010 & PP 13-022 & CUP 13-010 Hearing Date: October 3, 2013 Request: Public Hearing: Annexation and Zoning of 13 acres of land with the R-15(6.43 acres) and C -N (6.58 acres) zoning districts AND Preliminary Plat consisting of 28 building lots Q commercial & 21 multi -family residential) and 2 commonlother lots on 11.88 acres of land in the R-15 and C -N zoning districts AND Conditional Use Permit for a multi -family development consisting of 84 dwelling units In the R-15 zoning district for Sawtooth Village at McLinder Subdivision, By: TS Development, LLC Location of Property or Project: Southeast corner of W. McMillan and N. Linder Roads _Joe Marshall (No FP) _Scott Freeman (No FP) _Steven Yearsley (No FP) _Michael Rohm (No FP) —Macy Miller (No FP) _Tammy de Weerd, Mayor —Charlie Rountree, C/C _Brad Hoaglun, C/C Keith Bird, C/C _ David Zaremba C/C —Sanitary Services Building Department / Rick Jackson Fire Department —_Police Department _ City Attorney Community Development _City Planner _ Parks Department _ Economic Dev. City Engineer Your Concise Remarks: —Meridian School District (No FP) _ Meridian Post Office (FP/PP/SHP only) _Ada County Highway District _Ada County Development Services _Central District Health _COMPASS (Comp Plan only) _Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) _ Qwest (FP/PP/SHP only) _ Intermountain Gas (FP/PP/SHP only) _ Idaho Transportation Dept. (No FP) _Ada County Ass. Land Records Downtown Projects: _Meridian Development Corp. —Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline _ New York Irrigation District _ Boise-Kuna Irrigation District Boise Project Board of Control / Tim Page City Clerk's Office + 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 +Fax 208-888-4218 + www.meridiancity.org Type of Review Requested (check all that Alternative Compliance Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment PConditional Use Permit ❑ Conditional Use Permit Modification ❑ Development Agreement Modification ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development )q Preliminary Plat ❑ Private Street ❑ Rezone ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Planning Division & COUNCIL REVIEW APPLICATION Applicant Information Applicant name:'�5 LEti£cfOfdr-��xty t`,, Gf�' STN: /i;5: r"tlr�£1�Irone Mrd Tll� Fax: Applicant address: 14'7t/45l601SG Zip:rZ 0 E-mail:t4eyia�Cealvot Applicant's interest in property: tAOWn ❑ Rent ❑ Optioned ❑ T Other M4; Y✓ Owner name: 5nme Phone: Fax: Owner address: ))Zip: �, y E-mail: Agent name (e.g., architect, engineer, developer, representative): L te W 11�1l"���!__ t `°1`-.i (%`� L-• Firm name: NE61 i Plu�m(e:&��Qt4901 Fax: //Z� Address: �z Z rZT? 3 3 rA1+'"t' 4- Zip: 9i E-mail: th; & A� f �u67e S. Primary contact is:AppBli�c}ant ❑ Owner ❑ Agent El Other nns✓�h Contactname: 1/('Iti� Y�1+�4ytLV_ Phone: 74419b 6181 F//ax: 440 it258 Contact address: 4?7- fZ, fi* �} & ff)># 3 Z_3 Al�rta%%R Zip: 03 (, E-mail: tCE Subject Property Information 4-yC—,4 r C,;�,4c L5 • tl% Location street address: (ar V A[ 143:F N C fld;, Assessor's parcelnutnber(s): 5 O9'3(kZZ -34Qi 4 -Ai w Z Totalacrea Township, range, sectio/}r ge: /l• Current land use: V 1- Current zoning district: U 'I- 33 E. Broadway Avenue, Suite [02 a Meddian, Idaho 83642 Phone: (208) 881-5533 • Facsimile: (208) 888-6854 s Website: www.mciidiancity.org 1 (Rev. 0 21182 0 1 3) Project/subdivisionname: 7 YL6�(-Cf G%,e,(ynj)e-{a r�(aalldescription of project/request: Proposed zoning district(s): - iJA7417 C Acres of each zone proposed: = • •42' 1P Type of use proposed check all that apply) Tu2E AL Residential JXCommercial ❑ Office ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? S { R f•?- 2l`W_rtC-7- Which irrigation district does this property lie within? YriC Primary irrigation source: J �21�✓�M C`( Secondary: 09 i"t'L Il C (J Or -7,2 - Square footage of landscaped areas to be irrigated (Uprimary or secondary point of conuection is City water): Ito '714 oa- Residential Project Summary (if applicable) N I %`t = 6, 1-7p Number of residential units: e+ Number of building lots: _Z 9 ^^77 Number of common lots: Number of other lots: Proposed number of dwelling units (for multi -family developments only): 1 bedroom: ..45�1 2 - 3 bedrooms: ('4I� 4 or more bedrooms: ,n Minimum square footage of structure(s) (excl. garage): %NG Proposed building height: Mr U7 Minimum property size (s.f): �2Iy0.,• 7 Ih Average property size (s.£): Gross density (DU/acre-total U/aae-excluding roads & alleys): t-` 1 • "f :`'�"* ✓(•� Percentage of open space provided: Z"i ej Acreage of open space: -f/_ 1--' "` !7o Percentage of qualified open space acreage: N fg 5c, (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, pubjic, common, etc) �/` f f110E�1 �� P rr r` "i'°��t� fJp Amenities provided with this development (if applicable): Yt/. Sc Type of dwelling(s) proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Towtthomes -i' � f t -7- 0 Duplexes 0Multi-family O Other Non-residential Project Summary (if applicable) Number of building Other lots: IQ Gross floor area proposed: % Existing (if applicable): 773%% RILEY PLANNING SERVICES LLC • Due Diligence • Land Use Planning August 18, 2013 Ms. Sonja Watters, Associate Planner City of Meridian, Current Planning Division 33 E. Broadway Meridian, Id 83642 RE: McLINDER SUBDIVISION AND SAWTOOTH \TILLAGE COMBINED NARRATIVE FOR ANNEXATION AND ZONING, PRELIMINARY PLAT AND CONDITIONAL USE PERMIT Dear Ms. Watters: On behalf of the Applicant, TS Development LLC, and their Representative, Lance Warrick with Aspen Engineers, enclosed are applications for an Annexation and Zoning, a Preliminary Plat, and a Conditional Use Permit for two parcels totaling 11.8 acre at the southeast corner of Linder Road and McMillan Road. This narrative covers the three applications listed above. An additional application for Alternative Compliance is also being submitted for this site. A separate narrative has been provided for the Alternative Compliance Application The site is proposed to be developed under the Meridian Mixed Use Neighborhood standard as shown on the Future Land Use Map with a combination of a residential element and a neighborhood commercial component to be developed in the future when supported by market conditions. ANNEXATION AND ZONING The Future Land Use Map for the City of Meridian designates the subject site as Mixed Use Neighborhood and is currently zoned RUT in Ada County. The site is surrounded by the City of Meridian and the RUT Zone designation is no longer functional. The Annexation and Zoning Application requests annexation into the City of Meridian with two zoning designations - R-15 for the interior, and C -N for the portion of the site that abuts Linder Road and McMillan Road. Both roadways are classified as arterial roadways. Mixed Use Neighborhood and the C -N Zone are included in the Neighborhood Development Category. R-15 Zoning is classified as a Transitional Category and the proposed multi -family use is described as a medium-high density in the Meridian City Code. We believe that this site, given its proximity to the boundary between the urban and suburban land use in Meridian will blend the two categories well. The site is located at the intersection of two arterials, is a transition zone between higher and lower densities, and the vicinity is • P.O. Box 405 • Boise, ID 83701 • Office (208) 908-1609 • E-mail: rileypianningserincesa�yahoo.com - Page 2 of 4 developed with both traditional residential and commercial uses. The proposed uses, medium-high residential density and neighborhood commercial is consistent with both suburban and urban patterns and included an emphasis on horizontal land use to match the existing development in the area. We believe the proposed zoning designations are suitable for the site relative to its location in the City of Meridian and will provide land use that fits appropriately with surrounding uses. PRELIMINARY PLAT McLinder Subdivision is a 30 lot subdivision composed of 23 lots in the R-15 zone and 7 commercial lots in the C -N zone. The 23 R-15 lots include 21 4-plex lots, a common lot for the pool area and landscaping, and a common lot for the grassy area amenity. McLinder Subdivision is proposed to be developed in two phases. Phase 1 will include infrastructure and utilities, the 21 4-plex lots, and 2 common lots. The improvements that will be completed in Phase I include the driveways on the west side of the apartments and the sidewalk along McMillan Road as shown on the preliminary plat. Phase II will include construction of additional infrastructure, landscaping of the commercial lots and enclosing a portion of Settlers Canal. Construction of the individual structures in the R-15 zone, and commercial buildings, parking and driveways in the C -N zone will proceed based on market interest and community needs. Each of the proposed residential lots meet the minimum area requirements for the R-15 zone and McLinder Subdivision is designed to meet all City of Meridian requirements for subdivision platting. As shown on the plat, a portion of W. Ann Taylor Street will be completed as a part of the subdivision improvements and will match the portion of this street that was constructed as a part of Arch Rock Terrace Subdivision. The pavement will be widened to match the existing pavement, and curb, gutter and sidewalk will be constructed. A driveway will connect to W. Ann Taylor Street east of Linder Road for access to the subject site. Also to be constructed with McLinder Subdivision will be a short section of W. Cobblefield Street that will connect two existing stub streets. Two access points on Linder Road and two access points on McMillan Road are proposed with McLinder Subdivision. The access points on Linder Road include W. Ann Taylor Street, as discussed above, and another access point midway between the intersection of Linder and McMillan, and W. Ann Taylor Street. This second, northern, access was constructed by ACHD as a part of an agreement with the applicant. This agreement between the Applicant and ACHD included a contribution to the cost of constructing the intersection. The driveway accesses on McMillan were also constructed by ACHD in consideration for participating in the cost of constructing the intersection. As shown on the P.O. Box 405 - Boise, ID 83701 Office (208) 908-1609 • E-mail:rileyplanningseruices@agahoo.com Page 3 of 4 plat, the western access point would be restricted to right -in, right -out and the eastern driveway will be full access. Given context and constraints of the site, the proposed access points are the best option for providing access. The Applicant, as a part of this package of applications, requests a waiver from the City of Meridian of the requirements of Access to Streets, UDC 11-3A-3, to permit direct access for this site to the abutting arterial streets. Settlers Canal traversed the site along the north boundary where the site abuts McMillan Road. This canal is regional in scale and carries a substantial amount of irrigation water. As an element of this proposed development, the Applicant is proposing to enclose a substantial portion of the canal for a distance of approximately 300' in length. The remaining portion of the canal will remain in its current state. Under UDC 11 -3A -6A, the City of Meridian requires canals to be piped or otherwise covered. The cost of enclosing the canal for the entire distance of the northern boundary of the subject is a substantial burden. The Applicant is requesting a partial waiver of Meridian's requirements and asks that the portion of the canal not covered, as described above, be allowed to remain uncovered. All easements and access needed by Settlers Canal will be provided by the Applicant. In conjunction with the Conditional Use Permit discussed below, the applicant is requesting a waiver of the buffer standards along the northern portion of the R-15 zone, as allowed in UDC 11-313-9c.2, in order to develop the site as a cohesive development. The landscaping provided for the proposed combination of uses will ensure the residential use is adequately protected and will provide an appropriate amount of separation between the uses while encouraging the interaction between the complementary uses. Each lot in McLinder Subdivision and the landscaping for Sawtooth Village will be provided with irrigation through a connection to an existing pressurized irrigation system pump station owned and operated by Settlers Irrigation District. The secondary source of irrigation water will be domestic water and there is an existing connection at the pump station to a City of Meridian water main. CONDITIONAL USE PERMIT Development of multi -family within the R-15 zone requires a conditional use permit. While R-15 is classified as a medium high-density use, each of the 4- plex structures are uniquely designed to present a residential feel and to blend well with the neighboring single family homes to the east and south of the subject site. The buildings are designed to provide a single entrance on each of the four sides enhancing resident privacy and presenting a residential type structure. • P.O. Box 405 • Boise, ID 83701 - • Office (208) 908-1609 • E-mail: rileyplanningservices@yahoo.com Page 4 of 4 Although each of the structures will be on individual lots, the residential component of the project will be treated as a single unit with a single property owners association and an on-site property manager. In addition, development of the community of 4-plexs will include a site directory, a consolidated mail facility and a maintenance equipment storage building. Parking for the 4-plex development exceeds City of Meridian standard of 168 spaces with a total of 171 parking spaces and provides one covered and one uncovered parking space for each unit. Access to the residential structures will be provided through a 25' wide paved driveway, as shown on the plat and site plan, and will be overlaid with an access easement for the benefit of all residents and their guests. Five amenities are provided for the proposed multi -family residential development and include one from each of the three categories of amenities. A pool, a clubhouse, a grassy area, a "tot lot", and a BBQ area are provided for the residents. The 4-plexes will be constructed utilizing a minimum of the LEED Silver Standard. This additional 'amenity" contributes to the quality of life for the residents and meets the highest standards in construction. A walking path will connect the main development area to the grassy area on the south side of the extended W. Cobblefield Street. Each unit will be provided with the 80 square feet of private area and the 18% qualified common area in the multi -family development exceeds the City of Meridian standards. WAIVERS As detailed above, this proposed development includes several waiver requests. These waivers are for approval of: • Site access to Linder Road and McMillan Road, • Partial enclosure of Settlers Canal, and • A reduced landscape buffer along the north boundary between the R-15 and the C -N zones. We believe the proposed development will add value to the City of Meridian, complement the surrounding area, and is designed to match the City's vision for North Meridian. Please do not hesitate to contact Mr. Warnick if you have any questions or need additional information. He can be reached at 208.466.8181 or via email at <lance@AspenEngine ers. com>. Yours truly, Penelope Riley Principal • P.O. Box 405 • Boise, ID 83701 Office (208) 908-1609 - E-mail: rileyplanningseruices@yahoo.com RILEY PLANNING SERVICES LLC • Due Diligence • Land Use Planning August 18, 2013 Ms. Sonja Watters, Associate Planner City of Meridian, Current Planning Division 33 E. Broadway Meridian, ID 83642 RE: McLINDER SUBDIVISION AND SAWTOOTH VILLAGE ALTERNATIVE COMPLIANCE - NARRATIVE Dear Ms. Watters The purpose of this letter is to request Alternative Compliance approval for the landscaping buffers between the residential and future commercial uses in a mixed use neighborhood development created by the proposed McLinder Subdivision at the southeast corner of Linder Road and McMillan Road. This Alternative Compliance Application is being submitted in conjunction with three other applications for the subject site. The associated applications are for Annexation and Zoning of the subject site into the City of Meridian, a Preliminary Plat for McLinder Subdivision, and a Conditional Use Permit for development of a multi -family residential community. The Annexation and Zoning Application requests two different zones - R-15 for the interior residential component, and C -N for the exterior element abutting the adjacent arterial roadways. The project is anticipated to take place in two phases. Phase I will focus on the R-15 zone multi -family area and required infrastructure. Phase II will include development of the commercial lots in the C -N zone and completion of remaining infrastructure. This project meets the Design Characteristics of the Future Land Use Map Designation by orienting residential and non-residential area "in a way that encourages compatible development patterns", matches the Sample Use(s) as delineated in the General Information for Mixed Use Neighborhood, and facilitates pedestrian connectivity. According to 11-5B-5, b2, a request for alternative compliance is allowed when "the proposed design includes innovative design features based on ...site designs that promote walkable and mixed use neighborhoods...." As submitted, the landscape plan for McLinder Subdivision and "Sawtooth Village" shows a dense buffer between the adjoining uses that meets the standard for a C -N zone adjacent to a R-15 zone However, one of the design elements of this mixed use neighborhood is to encourage pedestrian connectivity and interaction between the residential and the adjacent neighborhood commercial uses. As provided in 11-313-9: Landscape Buffers to Adjoining Uses, Subsection C., • P.O. Box 405 • Boise, ID 83701 • Office (208) 908-1609 • E-mail: rileyplanningservices@yahoo.com Page 2 of 2 3. Pedestrian Access: Landscape buffers shall facilitate pedestrian access from residential development to abutting commercial districts.... The Applicant respectfully requests approval of the Alternative Compliance Application in order to provide breaks in the buffer between the multi -family and the neighborhood commercial uses which will promote interaction between these complementary uses. The Applicant and his Representative would be pleased to work with staff to determine an appropriate number of pass through breaks in the buffer to allow pedestrian access to the commercial uses while providing adequate buffer between the uses. Please do not hesitate to contact the Applicants Representative, Lance Warnick, if you have any questions or would like additional materials. Mr. Warnick can be reached at Aspen Engineers. His telephone number is 208.466.8181 and his email address is <lance@AspenEngineers. com>. Thank you for your positive consideration of our Alternative Compliance request Yours truly, Penelope Riley Principal Alternative Compliance Narrative - McLinder Subdivision and Sawtooth Village e P.O. Box 405 • Boise, ID 83701 • Office (208) 908-1609 - E-mail: rtleyplanningseraices@ahoo.com TS Development LLC 4202N. Marcliffe Ave., Boise, Idaho 83704 Tel: 208-323-7573 tmcc83@gniail.com July 24, 2013 — adjust City of Meridian Meridian City Hall, Suite 102 33 E. Broadway Ave. Meridian, ID 83642 Attn: Ms. Sonya Watters Associate City Planner Subject: McLinder Subdivision — Meridian, Idaho RE: Preliminary Plat — Design Elements of Uniformity Dear Ms. Watters; derelope .- Sawtooth Village Linderat McMillan, Meridian, Matzo As per your request, please find below various aspects of project design intended to promote cohesiveness between residential and commercial portions of the project. 1) We will market the entire development as "Sawtooth Village." The commercial section will be named "The Shops at Sawtooth Village." 2) We will use the same logo in promotion, naming and signage in both parts of the development. Marketing promotions will represent residential and commercial areas as a cohesive community. 3) Entry into the residential section will have similar signage looks and design as entry signage into the commercial section in terms of color and materials used. 4) Appropriate levels of lighting will promote visual interest and security for people transitioning from residential to commercial areas daring business hours. 5) Open space areas are easily accessible to residents, commercial customers and general public. 6) Stucco siding similar in type, color and finish will adorer both commercial buildings and community clubhouse. 7) Similar architectural accents, color finishes and cultured stone used on residential buildings will carry through the cormnercial development. 8) We propose to use 24 Ga. Metal — PreFinished Kynar 500 parapet cap throughout the commercial buildings and residential carports, assuring similar appeal. 9) All landscaping materials and plants shall be consistent through both sections of the development to promote community and soften transitions between commercial and residential areas. Please call or email me should you have questions or require further clarifications. We look forward to working with you and your staff on the project. Sincerely, Mary Murphy Project Coordinator mar�uiphv a.,vinail.cotn 794-6298 TS Development LLC Sawtooth Village KE.5TKEL LAND 5UKVEYING ANNEXATION PARCEL DESCRIPTION A parcel of ground located in the Northwest Quarter of Section 36, Township 3 North, Range 1 East of the Boise Meridian, Ada County, Idaho, more particularly described as follows: BEGINNING at the Northwest Corner of Section 36, T.3N., R.1E., B.M.,; Thence along the North line of the Northwest Quarter of said Section 36, South 89°24'33" East a distance of 812.11 feet to a point; Leaving said North line and along the Westerly line of Cobblefield Crossing Subdivision No. 2 the following: Thence South 00016'26" West a distance of 429.61 feet to a point; Thence South 89°24'33" East a distance of 78.21 feet to a point; Thence South 11°42'27" West a distance of 79.20 feet to a point; Thence South 26°02'45" West a distance of 198.43 feet to the Northeasterly Corner of Arch Rock Terrace Subdivision; Thence leaving said Westerly line and along the North line of Arch Rock Terrace Subdivision, North 89°26'18" West a distance of 788.00 feet to a point on the West line of the Northwest Quarter of said Section 36; Thence along said West line, North 00°14'42" East a distance of 686.89 feet to the POINT OF BEGINNING. Said Parcel containing 13.004 acres (566,472 square feet), more or less, and includes the Right -of - Way for West McMillan Road and North Linder Road End Description Project No. 13-132 Prepared August 16, 2013 1674 W. Hill Rd„ #6, Boise, ID 83702 (208) 888-7345 _ s89°24"33e 612.11 � N P O N N V � O s89°24"33e 78.21 3 h NN 0 b� �b A0 pOry w 788 n 9°26"18w LA S r �G9G 0 -4722 N„ W/3 �® Annexation Parcel 8/16/2013 Scale: 1 inch= 130 feet File: Tract 1: 13.0045 Acres, Closure: n342431e 0.01 R. (1/317024), Perimete7-3072 R. 01 s89.2433e 812.11 07 n00.1442e 686.89 02 s00.1626w 429.61 03 s89.2433e 78.21 04 811.4227w 79.2 05 s26.0245w 198.43 0 n8 .2618 788 KESTREL LAND SURVEYING ZONE R-15 - PARCEL DESCRIPTION A parcel of ground located in the Northwest Quarter of Section 36, Township 3 North, Range 1 East of the Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northwest Corner of Section 36, T.3N., RAE., B.M., Thence along the North line of the Northwest Quarter of said Section 36, South 89"24'33" East a distance of 812.11 feet to a point, Thence leaving said North line and along the Westerly line of Cobblefield Crossing Subdivision No. 2, South 00°16'26" West a distance of 226.47 feet to the POINT OF BEGINNING; Continuing along the Westerly line of Cobblefield Crossing Subdivision No. 2 the following: Thence South 00'16'26" West a distance of 203.14 feet to a point; Thence South 89024'33" East a distance of 78.21 feet to a point; Thence South 11042'27" West a distance of 79,20 feet to a point; Thence South 26°02'45" West a distance of 198.43 feet to the Northeasterly Corner of Arch Rock Terrace Subdivision; Thence leaving said Westerly line and along the North line of Arch Rock Terrace Subdivision, North 89'26'18" West a distance of 559.99 feet to a point; Thence leaving said North line, North 00"14'42" East a distance of 32.00 feet to a point; Thence North 89"26'18" West a distance of 6.83 feet to a point; Thence North 00'33'42" East a distance of 428.00 feet to a point; Thence South 89°26'18" East a distance of 588.45 feet to the POINT OF BEGINNING. Said Parcel containing 6.426 acres (279,936 square feet), more or less. End Description Project No. 13-132 Prepared August 16, 2013 1674 W. Hill Rd., 46, Boise, 1D 83702 (208) 888-7345 phone - (208) 888-7354 Tract 1: 6.4265 Acres (279938 Sq, Feet), Closure: n24.1718e 0.01 N, (1/265557), 01 s00.1626w 203.14 02 s89.2433e 78.21 03 at 1.4227w 79.2 04 s26.0245w 198.43 05 n89.2618w 559.99 06 n00.1442e 32 07 n89.2618w 6.83 08 n00.3342e 428 09 s89.2618e 588.45 8/16/2013 KE-5TKEL LAND 5UKVEYING ZONE C -N - PARCEL DESCRIPTION A parcel of ground located in the Northwest Quarter of Section 36, Township 3 North, Range 1 East of the Boise Meridian, Ada County, Idaho, more particularly described as follows: BEGINNING at the Northwest Corner of Section 36, T.3N., R.1E., B.M.; Thence along the North line of the Northwest Quarter of said Section 36, South 89°24'33" East a distance of 812.11 feet to a point; Thence leaving said North line and along the Westerly line of Cobblefield Crossing Subdivision No. 2, South 00°16'26" West a distance of 226.47 feet to a point; Thence leaving said Westerly line, North 89026'18" West a distance of 588.45 feet to a point; Thence South 00°33'42" West a distance of 428.00 feet to a point; Thence South 89026'18" East a distance of 6.83 feet to a point; Thence South 00°1442" West a distance of 32.00 feet to a point on the North line of Arch Rock Terrace Subdivision., Thence along said North line, North 89°26'18" West a distance of 228.01 feet to a point on the West line of the Northwest Quarter of said Section 36; Thence along said West line, North 00°14'42" East a distance of 686.89 feet to the POINT OF BEGINNING. Said Parcel containing 6.578 acres (286,536 square feet), more or less, and includes Right -of -Way for West McMillan Road and North Linder Road End Description Project No. 13-132 Prepared August 16, 2013 1674 W. Hill Rd., N6, Boise, ID 83702 (208) 888-7345 phone - W27 Tract 1: 6.5780 Acres (286538 Sq. Feet), Closure: n00,0000e 0.00 ft. (1/999999), Perimeter -3009 8. 01 s89.2433e 812.11 08 n00.1442a 686.89 02 s00.1626w 226.47 03 n89.2618w 588.45 04 s00.3342w 428 05 s89.2618e 6.83 96 s00.1442w 32 07 n89.2618w 228.01 8/16/2013 IOR LQ J m w m o N j o N o ¢ z Q o N a rr W W of I e o Q o` z y �oc AVM AHVHOVZ IN r°u 'ens en�'soa� o73Zs37Bep� 11.J n IlO' gW .1 9'AZb M ,9Z,9LA0 S r 7'6ps� M W O I I :yam Z U 1 ddb Q kOM¢ I g nw _ ��N� LJ 221 Q �I !"qyy :;2: Q Z Z tiZ C HI op z O ZZ N'° O �z � x Nm W Y �¢ p a ,00'BZi M ,Zb,ffAO 9 V Q O ¢ Q I g o OO1S/70 w U ¢ I a eg a o 0 -- ----- ti o ^gy N m N u ,80'909 3 ,Z4,41A0 N p97m 3 W (q 2 0 N 'ON i13OM/7 N .69'gf9Z 3.Z6,Ot A0 N M O �' V`p U r ------------- r z �) Q �Wc) O U O O O W Q pz W OmU tiQ LL, -j QU¢ O lu ICF-STKEL LAND SURVEYING PROPERTY BOUNDARY DESCRIPTION A parcel of land located in the Northwest Quarter of Section 36, Township 3 North, Range 1 East of the Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northwest Corner of Section 36, T.3N., R.1E., B.M., Thence along the North line of the Northwest Quarter of said Section 36, South 89°24'33" East a distance of 100.10 feet to the POINT OF BEGINNING; Thence continuing along the North line of the Northwest Quarter of said Section 36, South 89°24'33" East a distance of 712.01 feet to the Northwest Corner of Cobblefield Crossing Subdivision No. 2; Thence leaving said North line and along the Westerly line of said Cobblefield Crossing Subdivision No. 2 the following: Thence Squth 00°16'26" West a distance of 429.61 feet to a point; Thence South 89°24'33" East a distance of 78.21 feet to a point; Thence South 11°42'27" West a distance of 79.20 feet to a point; Thence South 26002'45" West a distance of 198.42 feet to the Northeasterly Corner of Arch Rock Terrace Subdivision; Thence leaving said Westerly line and along the North line of Arch Rock Terrace Subdivision, North 89°26'18" West a distance of 750.00 feet to a point on the East Right -of -Way line of N. Linder Road; Thence leaving said North line and along said East line the following: Thence North 00°14'42" East a distance of 411.10 feet to a point; Thence North 07°22'12" East a distance of 96.75 feet to a point; Thence North 00°14'42" East a distance of 104.72 feet to a point; Thence North 45024'12" East a distance of 70.44 feet to a point; Thence North 00435'27" East a distance of 25.00 feet to the POINT OF BEGINNING. Said Parcel containing 12.285 acres (535,140 square feet), more or less, and includes the prescriptive Right - of -Way for West McMillan Road. „map]-LANn - End Description Project No. 13-132 Revised August 29, 2013 1674 W, Hill Rd., #6, Boise, !D 83702 (208) 888-7345 phone - (208) 888-7354 fax Kesrrelsurvey.com s89°24"33e 712.01 �o m N O � O e- O Njn N � � No 3 N ID 0 s89°24"33e m 78.21 ; n N N Q Q O M1 y fro'°�N NU 0 750 ` n89°26"18w is %s ,q�G.pri � q ® 722 �"'� of %®P c, R P��� Proposed Subdivision Boundary s�29i2013 Scale: 1 inch= 130 feet I File: Tract 1: 12.2851 Acres, Closure: n00.0000e 0.00 ft. (1/971181), Perimeter-2955 ft. 01 s89.2433e 712.01 10 n45.2412e 70.44 02 s00.1626w 429.61. 11 n00.3527e 25 03 s89.2433e 78.21 04 sl 1.4227w 79.2 05 s26.0245w 198.42 06 n89.2618w 750 07 n00.1442e 411.1 08 n07.2212e 96.75 sm� r1l rm otDr I �nN2 J —_______________.__� � E'l n OT\� x aria - 204.69_ N_GND£R RD. u q$ n N 17 F w 199],gO• W N OV1Y42' E BB6.W m m06.75• N 00'14'42' E G7 0 LO a. N W14'42' E 411.10' N OT22'I2' E 104.72' $1 x z� a a2 I 2 ^�a C ' �z m gmi k50 CA P $ a Ip Its Z m ?o tp°n a IwiFC CAZ m s 7 Im mim >� to CA A•9,pk gV _ '� a --i C?fid I z r i s eIcy e�A ?s01h- � w 125 O toZ'\ •R.e`�s c� W iyQ i .� S.00'16W W O 449.61' Z O Z �l m at iz1n Efi © nV '�• �B�E(p CRp55/NG SUB. No. 1 N. ZACHARY WAY y C v / ` ` qp � d OFF i rn (03 p�0 Ya yS ss�0. O �tj r, - v�� �NN ~��om z r,-, Z r q a t m q ^� o ^Z 2l01���(� � CA L � ~ 0 Order No.: A0432959 WARRANTY DEED FOR VALUE RECEIVED, BRIAN L. ENGLISH and MARGARETHA M, ENGLISH, HUSBAND AND WIFE The Grantor(s), do(es) hereby grant, argain sell and convey unto DTE FOUR, LLC �aKB �- whose current address is 4202 N. MARCLIFFE AVE., BOISE, ID 83704 the Grantee(s), the following described premises, in Ada County, Idaho, TO WIT: SEE ATTACHED EXHIBIT " A' WHICH BY THIS REFERENCE BECOMES A PART HEREOF AND IS COMPRISED OF ONE (1) PAGE. .bje'k Ac,TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and wt 51 assigns forever, And the said Grantor(s) do(m) hereby covenant to and with the said Grantee(s), that (s)he istare the Ib o�'n a er(s) in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this t r_ conveyance is expressly made subject and those made, suffered or done by the Grantec(s); and subject to all existing 0 patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) for the �'Ey* current year, which are not due and payable, and that Grantor(s) will warrant and defend the same from all lawful y,Ly, claims whatsoever. sled: 04l2� 2,1105 BRIAN L. E ISH STATE OF IDAHO COUNTY OF ADA ON THIS 29TH OF APRIL , 2005, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC PERSONALLY APPEARED ,BRIAN L. ENGLISH, MARGARETHA M. ENGLISH, KNOWN TO ME OR PROVEN TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) ARE SUBSCRIBED TO THE WITHIN IUMENT AND kkTOLED D TO ME THAT THEY EXECUTED THE SAME. N�TARA M. CLIFFORD �.�p ���'•",,,. NOTARY PUBLIC 0 RESIDING AT: MERIDIAN MY COMMISSION EXPIRES: 06/18/10 0 c 1 (SEAL) s'.2 ADA COUNTY RECORDER J. DAVID NAVARRO BOISE IDAHO 07/15104 04:57 PM DEPUTY Bonnie Oberbillig MM RECORDED -REQUEST OF Title One i�34��59 54 AMOUNT 6.00 Order No.: A0320723 WARRANTY DEED FOR VALUE RECEIVED, /married JOHN R. EBBINGHAUS, SR., AS HIS SEPARATE PROPERTY The Grantor(s), do(es) hereby grant, bargain sell and convey unto TS DEVELOPMENT, LLC whose current address is 4202N. MARCLIFFE BOISE, IDAHO 83704 the Grantee(s), the following described premises, in Ada County, Idaho, TO WIT: SEE ATTACHED EXHIBIT "A" TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor(s) do(es) hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that they are free from all encumbrances EXCEPT: Subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) for the current year, which are not due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated: 07/01/04 STATE OF IDAHO COUNTY OF ADA ON THIS 1ST OF JULY , 2004, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC PERSONALLY APPEARED ,JOHN R. EBBINGHAUS, SR.,, KNOWN TO ME OR PROVEN TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S S�RE SUB CRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME. A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO;THENCE SOUTH 89°41' EAST ALONG THE SECTION LINE 977.11 FEET TO A POINT; THENCE SOUTH 11°26' WEST 437.82 FEET TO A STEEL PIN; THENCE NORTH 89°41' WEST 890.32 FEET TO A POINT ON THE SECTION LINE; THENCE NORTH ALONG THE SAID SECTION LINE 429.62 FEET TO THE POINT OF BEGINNING. EXCEPT A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO; THENCE SOUTH 89°41' EAST 812.11 FEET ALONG THE SECTION LINE TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89041' EAST 165 FEET; THENCE SOUTH 11°26' WEST 437.82 FEET TO A STEEL PIN; THENCE NORTH 89°41' WEST 78.21 FEET TO A POINT; THENCE NORTH 429.62 FEET TO THE PLACE OF BEGINNING. (A0320723.PFD/A0320723/22) RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: i THOMAS M. BEVAN, JR. 4202 MARCLIFFE BOISE, ID 83704 (SPACE ABOVE LINE FOR RECORDER=S USE) QUIT CLAIM DEED g. q. .,. THts DEED, made by DTE Four, LLC, by and through its managing member, Tom Bevan, GRANTOR, of Ada County, State of Idaho, for the purpose of transferring ownership of the below described real property into a Homeowners' Association, and with other good and valuable consideration, the receipt of which is hereby acknowledged, do hereby grant, bargain, sell, quit claim, and convey unto TS Development, LLC, GRANTEE, the following real property. This deed is expressly subject to any and all taxes, dues, and assessments, including irrigation charges and assessments, levied and assessed against said premises from and after the date of the Grantee's acquisition of the subject property. SAID REAL PROPERTY also more readily known or referred to as: 4650 N. Linder Road, Ada County, State of Idaho, with all improvements thereon, an area of approximately five (5) acres, more or less. THEREFORE, for valuable consideration received, Grantor hereby quitclaims, transfers, and conveys to Grantee its entire, undivided interest in the above-described real property in Ada County, Idaho. b - IN WITNESS WHEREOF, Grantor has hereunto subscribed their name to this instrument this 30 day of�/ ' 2005. m / DTE BY: T6M BEVA ,ITS MANAGING MEMBER STATE OF IDAHO <� ) ss. COUNTY OF ADA ) On this jj2 day of 2005, before me, the undersigned Notary Public in and for said State, personally appeared Tom Bevan, represented to me as the duly authorized representative for DTE Four, LLC, as Grantor, known or identified to me to be the person who executed said within instrument, and acknowledged to me that said person executed the same. IN WITNESS WHLPOF, I have hereunto setpr, e1®®® ep / this certificate first, ARk.. seal the day and year in ®® -tyoTq q ®® NOTAR BLIC, State of Idaho ®®� E e Idi at ljr�6&b1aw .. A,-- Idaho s� p Commission expires: �%pS QUIT CLAIM DEED - PAGE l Annual Report for W 31643 Page 1 of 1 No. W 31643 Due no later than Jul 31, 2013 2. Registered Agent and Address Annual Report Form (NO PO Box) Return to: SUSAN K BEVAN SECRETARY OF STATE 4202 N MARCLIFFE 1. Mailing Address: Carred In this Low if needed. 700 WEST JEFFERSON T 5 DEVELOPMENT, L.L.C. BOISE ID 83704 PO BOX 83720 THOMAS M BEVAN BOISE, ID 83720-0080 4202 N MARCLIFFE 3. New Registered Agent Signature:* BOISE ID 83704 NO FILING FEE IF USA RECEIVED BY DUE DATE 4. Limited Liability Companies: Enter Names and Addresses of at least one Member or Manager. Office Held Name Street or PO Address City State Country Postal Code _.__._ ..., ... ... , .C..._. MEMBER THOMAS M BEVAN III 4830 CHEVELLE DR. -. BILLINGS MT USA 59106 MEMBER MARY B MURPHY 605 E. 18TH ST. BURLEY ID USA 83318 MEMBER THOMAS M BEVAN JR 4202 N MARCLIFFE BOISE ID USA 83704 MEMBER SUSAN K BEVAN 4202 N MARCLIFFE BOISE ID USA 83704 S. Organized Under the Laws of: 6. Annual Report must be signed.* ID Signature: Thomas Bevan Date: 05/15/2013 W 31643 Name (type or print): Thomas Bevan Title: Member Processed 05/15/2013 * Electronically provided signatures are accepted as original signatures. http://www. sos.idaho.gov/servlet/TransfortnXMLDoc?URL=%502013051-5%5CXN4LPO... 7/23/2013 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA ) �eywj Ave --, (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: ?, 4 ,1 Zti2� C2�r� tL32 �Cr� !7 (namc) address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing so 'cation(s). Dated this ®J - day of 4,q , 20 SUBSCRIBED AND SWORN to before me the day and year fust above written. (Notary PublieJor Idaho) � Residing at: ® U�AtiG ®a,® A %�� ffi 0� �� My Commission Expires: OF 1®�� 33 E. Broadway Avenue, Suite 102 ° Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org d mn o Z to �N ,Chimney Peak Ave �;" mom '. @���s�€���� iA 's � (•'^i .. � (� '•'X'a r 41• j � n z -mo Qels*1�'- and,4ozzna9dl N Fi ` I, `: U3 pow tai'#' gg�a��" a �� 7�' E i fD �i „3`' x N Penngroxe Way �. M z mom u� m D 0 " 0J. Q:' x ` ext+ J O o, s t�� (4 i (11°W N Zachary Way t p � _� d � •. � ) i t r.: ? p i � € e X Js fni ag d, i g33tist e i }44ti " i r Y 1, o- tl. f 4 i 34md3 0 n £ a m v �» pg mn Do 3 z922 mo 3 3 a .� N d ti i N� m I� i r O O R M O D N r i. p n:60 n n 3 m m z m� n m z: mto 3 m C S O a ' N W �]§ SAWTOOTH VILLAGE n� jWtNOINEER —© m__, '_ � % iii rll t iris ++- !` LT -W,;. ' Size at ptropft 4 f P l + i t.`_t`llt�..tl 7r,_ 't r`tr_ `x,' [zlr _ f r _ Y -� rf + _ rnoT PAN I 9TWA SHV f WN mn 1.40Q, ( i_ +!��rqe cxa ` fl+ lyr i l+ wit f:- r 7 � � f f t �+, owl i it �+ r E I v f 4 i t_ r of iy U i! if Irl �)ib'Y 1 i! r Xl+ i i V+ Lr lvmh drPis b k WKIPP"I' ! job xPISMf 1 }I ( av t ar P �r . ; i f r, ._ t tri j._ 1';r u 1 : `k + :� ,'h _ ' ,444 i Wtfr alga TIS I /equi n r or to an}. gf]o.stio 7" In !regaid to A ? 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ThJs pim-applil rneek> k CIMOVAERIDLAN l-APPF lc ATIONMFETTNGos is o, Prolecti5ubdivisionrName: Date Name::5; 13` 13 Applicant(sycontact(s):. (G1 !/)a . ,cam . G GiiyStaff,r �yr1.,..amf or Loaafion: i(ar n/ /i i �rY` i ✓J: 'VIC ri" tics=F . Comprehensive -Plan suture Land USO .Map Designation: MrcN Size of.Property:. /! Design' Ablines:Developmentcontext Proposed Use:Proposed Zoning:—C-� rL-iDm e 75 Existing use. : u r� f r rte a l -: EAsfing Zomng .e -'r T Surrounding Uses:, _ 1n p c'tL1 _ Street_N-fer(s)_andlor.Land Use: u{fer(s).-L ' •-tn-: �r-rev= a16 -+q G njPl y ovrc.A-4j` I Open.SpacefAmenitesiNthways: r(e.lsla_' d. m flr�rl r�u A.PC, Access/SfubStreetslStreet:SYstem: yfe?4 Snbte ` r„r v Sewer & Water S6,vice; TopographylHydrologyiFloodplain Issues: Canals/DitchesllydgaionlHazards: eflal 010rna E. uo4tra History:. J 0 Addiiic6al Meeting Notes: 7411 .. kyw mr°-f-�: 'i`.�,��h`,�.un,• (','.:. _�✓eIu'>rn'r�.i".. ';Sanded in!/ -`f.` -r eieuai-f;: r1rnA L1��rt nr aUbt �er Qorn;s r��r of SNS, .: -}'-:C/r/�'f7':.. wiz:yl"r -J•� '✓D44 ��/%�A.-,j.:.-fid. .y a.rc.P.riP_:f Vla:�. 3utLM; /fi2/L �,/'iFtri:f-h•ucy.ct �6��c7zed Tif�✓cz!/<-�1�+� Mc�nrN�°n /� ; j'-,Lg d.t ?vi.�2 f,-h.f�� ..� -,h%u l,%^-1• :�,:. / �'lanvs ll -Note; A Traffic Impact Study(T7SJ wilt be required by ACH far large commercial projects;aiitl any residential development wiBrever 160 units. it is the applicant's responsibility to contact &transmit the TIS to ACHD To avoid unnocassety delays:& expedite the heating piocoss, applicants:are ancouraged to submit the TIS to ACHD prior to submitting their application to rJie City. Plot having ACHD commonts and/or conditions on large projects may delayhearing(s):ai fhe Crp -: Please contact Mindy Watlace_at387-6178 or Chrisfp tittlo at 387_6L144 atAGHD to determine if a TIS is required odor any questions to regard :to ACkfG:cona tions, impact fees and process. i�therAgenoiesibepartmanfs to Contact: Ada County:HighwayDistdcf ❑Nampa Merldla Ingation Distrct ❑ Public.N+orks Dopartment ❑ Idaho Transportation DeparfmontLL❑ Settlers Irrigation District ❑ Building Department ❑ :SanitaryServices Gornpany. L ❑Police Department ❑ Parks Department FT Central District Health Department ❑ Rre`Departrient- E] Other: Application(s) Rootred: ❑ -Administrative Dasign Review ❑ Coridiflonal Use Permit ModificationtTransf6r ❑ Rezone ❑:AlterhativeCompliance ❑.Development>Apeinient:Moinification ❑ Short Plat: -Annexation ❑'. Einaf Plat :❑-7Time Extension - Council ❑ City Council Review [] Pini Plat Modification ❑: UDC Text Amendment'- ❑ Comprehensive Plan Amendment Map: ❑Planned Unit DeneEopment ❑ Vacation ❑ comprehensiva Plan Amendment - Text' [Y� PreliminaryPlat ❑`Vadar - ( Conditional Use Permit tor, nvH "`r ae� ,tea a -n zal t c ❑ Private Street - [j Other Notes: I) Appfi bhtsara required td hotd a neighborhood `meeting.in accord with UDC 11 -5A -5C prior to submiffal of an application requhing:a public(leering (except for a vacation or short plat); and 2j All applicants for permits requiring a public hearing shall post site with: a public hearing notice :irraceord:With UDC 1 i -6A -5D.3 (except for UDC text amendments; Comp Plan textamendmerits, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan: Any subsequent changes -to Phe UDC ondlar Comp Pian may affect yoursubmiffaland/or application. This pro-applicallon meeting shall be valid for four (4) months Ilh?du l? GnnfiL^r r�leea =J �v� rc�y/ /Pr -ti fi r7 a Print Subject 300' list From: Penelope Riley(rileyplanningservices@yahoo.com) To: bshiffer@meridiancity.org; Date: Saturday, May 18, 2013 12:35 PM Hi Barbara! I hope you had a nice weekend! Page 1 of I As we discussed, I would like to obtain a 300' neighborhood meeting notification list for our site at the southeast corner of McMillan and Linder. The site is composed of 2 parcels. These parcels are: SO436223401,and SO432663441. It would be fine if you would like to email the list to me. Thank you very much! Penelope Riley Planning Sendees LLC (208) 908-1609 rileyptant)inc{ser,lices @ yahoo. coni http://us-mg5,mail.yahoo.com/neo/launch?.rand=eh2o2uaujnifi 5/19/2013 O 0 0 0 p O O p N O 0 O 00 0 0 0 O O 0 o WO000MO VO 0 O O 0000O OOO,�O O r O O O m 0 0 0 0 000 O O ON O p�, 00 OO NOO OOON 0p0�0OOd0000000000p000 VL�Op. 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The applicant is proposing a residential use in the interior of the parcel and neighborhood commercial along Linder and McMillan Roads. The purpose of this meeting is to provide you with an opportunity to review and discuss the proposed development with the applicant. Additional information about the proposed development will be available at the meeting. WHEN: Tuesday, July 16, 2013 from 6:00 PM to 7:00 PM WHERE: On site at the southeast corner of Linder and McMillan. Representatives of the development and a display table will be located near the curb cut on Linder Road as shown on the map below. Although this neighborhood meeting is not a public hearing and public officials will not be present, we look forward to meeting you and hearing your comments. If you have any questions about the proposed development, please contact: Lance Warnick Aspen Engineers 2422 12`x' Ave Rd, #323 Nampa, ID 83686 (208) 466-8181 Thank you in advance for your participation. We look forward to seeing you at the meeting. Yours truly, �U Penelope Riley Y Riley Planning Services • P.O. Box 405 • Boise, ID 83701 • Office (208) 908-1609 • E-mail: rileyplanningservices@yahoo.com IS �i J e a qqq � a a COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the signs) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I amare of tl a�bve requirements and will comply with the posting requirements as stated in UD 11-5A-5. i/ signature 16-4- 2013 Date 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 0 Facsimile: (208) 888-6854 • Website: www.meridiancity.org Lance Warnick From: Jerry Hastings <jhastings@adaweb.net> Sent: Wednesday, August 14, 2013 12:48 PM To: Dallin Warnick Cc: lance@AspenEngineers.com Subject: McLinder Subdivision Name Reservation August 14, 2013 Dallin Warnick Aspen Engineers RE: Subdivision Name Reservation: "McLinder Subdivision" Dear Dallin, At your request, I will reserve the name "McLinder Subdivision" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the next ten (10) years unless the project is terminated by the client or the jurisdiction or the conditions of approval have not been met. In which case the name can be re -used by someone else. Sincerely, Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 208-287-7909 Fax i h astings0ad aweb. net From: Dallin Warnick[mailto:dallin@aspenengineers.com] Sent: Tuesday, August 06, 2013 5:07 PM To: Jerry Hastings Cc: lance@AspenEngineers.com Subject: McLinder Subdivision Jerry, We are looking to develop anew subdivision in Meridian. The developer would like to name the project: McLinder Subdivision I checked your database and it appears that this is a unique name. McLinder is a British name, and can be found on ansestory.com. Here is the property information (A copy of the parcel map showing the location of the property is attached): Parcel No. S0436223401 Parcel No. S0436223441 4650 Linder Rd & 1437 W. McMillian Rd Meridian, Idaho 83646 Meridian, Idaho 83646 It is located in: A portion of the NW/4 of the NW % of Section 36, T4N, R1W, Boise Meridian, Ada County, Idaho Surveyor will be Jim Prince of Kestrel Land Surveying Daliin Warnick Engineering Intern Aspen Engineers 2422 12th Ave Rd #323 s Nampa, Idaho 83686 Phone (208) 466-8181®dallin@Aspen` Engineers, com No virus found in this message. Checked by AVG - wwcvr.avg.com Version: 2013.0.3392 / Virus Database: 3211/6576 - Release Date: 08/14/13 S + wus��,�umrkb�ww 9r9L9 WePo'uelVVary z Y, u[-eu'�q�m+e wl Plluell!rvaW'M [Ett Pue Ptl+apurv'Ntl591 ��¢ ¢y a T 6' � 14k av n.. a .3FMiPA N1WlMtl3. � " b� e t aYl $1�g�ga�3Y1T1I�`J'!I�3rH ��n av,xw sv!vn!NaYaeosnnsaslwrvmnnaa srw `_5, �s sa � s ,°rm� 1�laY.l a7 V aiiSi!aeaamiri3o si NOIsimjum EBUN113W aotnaaxvxnvnaaa a � x IF E as : gt?EeEy`-i t3 9EYEStE 6+ 9F �Ege° d Yac @° 4. 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JOHNSON Phone: 208.869.9099 Fax: 208.887.1212 HALEY& NOE Phone: 208.850.4926 Fax: 208.939-8602 On Friday May 101h I observed seven test holes on an approximately 12 acre parcel at the southeast corner of the McMillan Road and Linder Road intersection. Copies of the detailed soil profile descriptions are attached along with a map showing the GPS locations of the test pits. The excavations were taken to depths ranging from 12 to 14.5 feet below ground level. Soil profiles were quite uniform across the parcel. There is typically a silt loam surface 8 to 13 inches thick over a heavier silty clay loam layer with 30 to 35 percent clay that extends to depths of 24 to 30 inches. The next layer is a moderately dense loam or silt loam layer generally 10 to 20 inches thick. A moderately to strongly cemented hardpan extends to a depth of 60 to 84 inches over dense gravelly loamy sand. Sand, gravel and cobbles are present beneath the soil starting at a depth ranging from 115 to 135 inches. Free water was observed in all test pits but 5-13 at the time of excavation. PVC pipes were placed in test holes 1, 2, 4,6 and 7 prior to backfilling to allow for monitoring of groundwater levels. I collected readings in the pipes two days later on May 12. This allowed adequate time for water levels to stabilize. The measurements are reflected in the table below along with ground elevations and groundwater elevations on that date. The readings do not indicate that the levels at test holes 1 and 2 are significantly higher than any other location. I would conclude that the irrigation lateral along the north side of the property is not contributing excessive amounts of subsurface water to the site. 5740 N. APPLEERow Wir 73oisE, ID.tuo 83713 Sawtooth Village soils - page 2 This data does indicate that the groundwater elevation is about one foot higher on the east end of the property than on the west end. Total variation from low to high is only 2.3 feet with a nominal groundwater elevation of 2561.6. Based on current levels and the soil profiles, I would not expect groundwater levels to rise above a depth of 10 foot below ground level. This would equate to a groundwater elevation of 2366.9. This assumption is based on the single set of readings on May 121h. Monitoring through the irrigation season would provide actual peaks and define trends. Textures in the 16 to 30 inch portion of the soil profiles are generally silty clay loams and silt loams having clay contents of 25 to 35 percent This texture/clay combination typically has low R -values. I would expect 200psi test values to be less than 15 and possibly less than 10. The silt loams and silty clay loams in the upper profile will have Unified classifications of ML, CL or CL -ML. Using the International Building Code table, the allowable bearing strengths would be 1,500 pounds per square foot Based on the observed soil profiles, I see no apparent major soil -related concerns on this site. Although there were hardpans and moderately dense layers present, they created no significant difficulty in excavation. Please contact me if you have any questions or additional needs on this site. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Tom Bevan, TS Development, LLC, 4202 N. Marcliffe Ave., Boise, ID 83704 May 12 depth Ma 12 de tit Ground Groundwater Hole below ground belowground elevation elevation Number level (in level (in feet) (in feet from (in feet) inches) topog) 1-13 159 13.3 2373.8 2360.5 2-13 150 12.5 2575.1 2562.6 4-13 153 12.8 2574.0 2561.2 6-13 141 11.8 2573.6 2561.8 7-13 151 12.6 2575.4 2562.8 This data does indicate that the groundwater elevation is about one foot higher on the east end of the property than on the west end. Total variation from low to high is only 2.3 feet with a nominal groundwater elevation of 2561.6. Based on current levels and the soil profiles, I would not expect groundwater levels to rise above a depth of 10 foot below ground level. This would equate to a groundwater elevation of 2366.9. This assumption is based on the single set of readings on May 121h. Monitoring through the irrigation season would provide actual peaks and define trends. Textures in the 16 to 30 inch portion of the soil profiles are generally silty clay loams and silt loams having clay contents of 25 to 35 percent This texture/clay combination typically has low R -values. I would expect 200psi test values to be less than 15 and possibly less than 10. The silt loams and silty clay loams in the upper profile will have Unified classifications of ML, CL or CL -ML. Using the International Building Code table, the allowable bearing strengths would be 1,500 pounds per square foot Based on the observed soil profiles, I see no apparent major soil -related concerns on this site. Although there were hardpans and moderately dense layers present, they created no significant difficulty in excavation. Please contact me if you have any questions or additional needs on this site. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Tom Bevan, TS Development, LLC, 4202 N. Marcliffe Ave., Boise, ID 83704 t Solutions, LLC Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 5/8/2013 Evaluated by: Harley Noe, Professional Soil Scientist Requested By: TS Development, LLC (Tom Bevan) Address: 4202 N. Marcliffe Ave. Phone: 323-7873 City: Boise State: ID Zip: 83704 Legal Desc: NW 1/4 of NW 1/4 Section 36, Township 4 North, Range 1 West Boise Meridian, Ada County, ID General Desc: At the southeast comer of the McMillan & Linder intersection Depth 10YR 3/2 silt loam 18 to 20 common very fine & fine; few medium none Est. friable moist 13 to 27 Color Texture o Clay /o Roots Mottles Permeability Comments (inches) 7.5YR 4/6 loam 12 to 13 few very fine & fine none (in/hr) moderately dense in place, friable moist Hole Number & Location: 1-13 0 to 13 10YR 3/2 silt loam 18 to 20 common very fine & fine; few medium none 1 to 2 friable moist 13 to 27 10YR 4/4 silty clay loam 33 to 35 few very fine & fine none 0.06 to 02 fine moist 27 to 37 7.5YR 4/6 loam 12 to 13 few very fine & fine none 2 to 3 moderately dense in place, friable moist 37 to 74 10YR 4/4 & 8/3 weakly cemented pan and soil - none none 0.5 to 1 about 30% soil mixed with hardpan; can not be textured 74 to 124 7.5YR 4/4 very gravelly loamy sand 5 to 8 none none 6 to 12 5 to 10 percent cobbles 124 to 160+ grayish vadegated very gravelly sand <3 none none readable 12 to 15+ 15% cobbles; nearly loose in place; saturated below 160 inches soil; can not be textured very gravelly sandy General Notes: Slope < 1 %. Pan digs with little difficulty. Dense but highly fractured and discontinuous. Free water in bottom of pit at 160 inches after 1 hour. Hole Number & Location: 2-13 General Notes: Slope less than 1 percent. Hardpan layer is dense with minimal cementation. No cobbles In The 97 inch layer. Free water in pit at 170 inches after 1 hour. common very fine & 0 to 8 7.5YR 3/4 silt loam 24 to 26 fine; few medium none 0.5 to 1 friable moist very fimt moist; hard dry; strong 8 to 24 10YR 3(4 silty clay loam 34 to 35 few very fine & fine none 0.06 to 0.2 angular blocky structure 24 to 37 7.5YR 4/4 loam 10 to 12 few very fine & fine none 1 to 2 very friable moist hardpan and soil dense in place; weakly cemented; 30% 37 to 70 1 10YR 4/6 mix - none none 0.5 to 1 soil; can not be textured very gravelly sandy 70 to 97 I0YR 4/4 loam 8 to 10 none none 0.5 to 1 dense in place very gravelly loamy 97 to 124 10YR 4/4 sand 5 to 7 none none 2 to 4 moderately dense in upper part grayish dominated by medium sands; 10% 124 to 175+ variegated very gravelly sand 3 to 5 none none readable 12 to 15+ cobbles; nearly loose in place General Notes: Slope less than 1 percent. Hardpan layer is dense with minimal cementation. No cobbles In The 97 inch layer. Free water in pit at 170 inches after 1 hour. r Date Of Evaluation: 5/8/2013 Storm Drain Test Hole Description & Evaluation Continuation Sheet Project: Sawtooth Village Depth Color Texture Clay % Roots Mottles Est. Perm. Comments (inches) 10YR 3/3 sift loam 22 to 24 fine; few medium none fin/hr) very friable moist Hole Number & Location: 3-13 General Notes: Slope less than 1 percent. Free water in bottom of pit at 155 inches after 1 hour. Hole Number & Location: 4-13 common very fine & 0 to 16 Oto 12 10YR 3/3 sift loam 22 to 24 fine; few medium none 0.5 to 1 very friable moist silty clay loam 32 to 34 few very fine & fine none 0.06 to 0.2 firm moist 30 to 46 10YR 4/4 fine moist; strong angular blocky 12 to 20 10YR 3/4 silty clay loam 34 to 35 few very fine & fine none 0.06 to 0.2 structure 20 to 28 10YR 4/3 loam to silt loam 18 to 20 few very fine & fine none 1 to 2 very friable moist none 10YR 3/4 & weakly cemented few very fine & fine in 20% soil in lenses; upper foot strongly 28 to 58 8/3 hardpan & soil sandy loam to loam upper 6 inches none 0.5 to 1 cemented; very dense 58 to 93 7.5YR 4/4 sandy loam to loam 12 to 14 none none 0.5 to 1 dense in place 10YR 4/4 sand very gravelly loamy none none 4 to 6 5% cobbles dense in place; not cemented; no 93 to 13D 7.5YR 4/6 sand 5 to 8 none none 4 to 6 cobbles <3 grayish extremely gravelly 15 to 18+ medium sands 130 to 155+ variegated sand �3 none none readable 15 to 18+ mostly medium sand; nearly loose General Notes: Slope less than 1 percent. Free water in bottom of pit at 155 inches after 1 hour. Hole Number & Location: 4-13 General Notes: Slope less than 1 percent. Free water in pit at 155 inches after 1 hour. common very fine, 0 to 16 10YR 3/3 silt loam 20 to 22 One & medium none 0.5 to 1 very friable moist 16 to 30 7.5YR 3/3 silty clay loam 32 to 34 few very fine & fine none 0.06 to 0.2 firm moist 30 to 46 10YR 4/4 silt loam 18 to 20 few very fine & fine none 1 to 2 friable moist 10YR 4/6 & weakly cemented 30% soil in lenses; dense in place; pan 46 to 84 8/3 hardpan and soil - none none 0.5 to 1 part is fractured moderately dense in place; friable 84 to 121 10YR 4/6 sandy loam to loam 10 to 12 none none 1 to 2 moist very gravelly loamy 121 to 135 10YR 4/4 sand 5 to 7 none none 4 to 6 5% cobbles grayish extremely gravelly loose in place; 10% cobbles; mostly 135 to 160+ variegated sand <3 none none readable 15 to 18+ medium sands General Notes: Slope less than 1 percent. Free water in pit at 155 inches after 1 hour. �diln 4 "4 E t iw'nt i Date Of Evaluation: 5/8/2013 Storm Drain Test Hole Description & Evaluation Continuation Sheet Project: Sawtooth Village Depth Color Texture Clay % Roots Mottles Est. term. Comments (inches) 10YR 3/3 silt loam 20 to 22 fine; few medium none (iNhr) friable moist Hole Number & Location: 5-13 General Notes: Slope less than 1 percent. No cobbles in the 58 inch layer. No free water in pit to bottom of excavation. Hole Number & Location: 6-13 common very fine & 0 to 9 10YR 3/3 silt loam 20 to 22 fine; few medium none 0.5 to 1 friable moist few very fine, fine & 9 to 21 10YR 3/4 silty clay loam 34 to 35 medium none 0.06 to 0.2 very firm moist few very fine, fine & very friable moist; some very fine 21 to 28 10YR 5/4 silt loam to loam 12 to 14 medium none 1 to 2 sands present 10YR 4/4 & hardpan and soil few very fine, fine & 300A loam soil w/ 12% clay; dense in 28 to 41 813 hardpan & soil mix - medium none 0.5 to 1 place very gravelly loamy few very fine, fine & friable moist; moderately dense in 41 to 58 7.5YR 314 loam 12 to 14 medium none 0.5 to 1 place grayish very gravelly loamy few very fine, fine & 5016 cobbles; nearly loose in place; 58 to 115 7.5YR 4/6 sand 10 to 12 medium to 85" none 6 to 12 no cobbles grayish extremely gravelly nearly loose in place; 5% cobbles; 115 to 145+ variegated sand <3 none none readable 15 to 18+ mostly medium sands General Notes: Slope less than 1 percent. No cobbles in the 58 inch layer. No free water in pit to bottom of excavation. Hole Number & Location: 6-13 General Notes: Slope less than 1 percent. Free water in pit at 145 inches. many vary fine 7 fine; 0 to 11 10YR 3/3 silt loam 22 to 24 few medium none 0.5 to 1 very friable moist common very fine & 11 to 26 10YR 4/4 silt loam 26 to 27 fine none 0.5 to 1 friable moist thin intermittent weak pan lenses 26 to 45 10YR 514 loam 10 to 12 few very fine & fine none 0.5 to 1 throughout; moderately dense 10YR 8/3 & hardpan and soil 30% loam soil w/ 12 to 14% clay; pan 45 to 97 1414 Imix - none none 0.2 to 0.6 is moderately to strongly cemented very gravelly loamy 97 to 128 7.5YR 4/6 sand 5 to 8 none none 0.5 to 1 no cobbles; dense in place grayish 5016 cobbles; nearly loose in place; 128 to 150+ variegated very gravelly sand <3 none none readable 12 to 15+ mostly medium sands General Notes: Slope less than 1 percent. Free water in pit at 145 inches. iudt7 ,, LL Storm Drain Test Hole Description & Evaluation Continuation Sheet Date Of Evaluation: 5/9/2013 Project: Sawtooth Village Depth Color Texture Clay % Roots Mottles Est Perm. Comments (inches) 10YR 3/2 silt loam 24 to 26 fine; few medium none (inlhr) friable to firm moist Hole Number & Location: 7-13 General Notes: Slope less than 1 % slope. Free water in pit at 155 inches after 1 hour. common very fine & 0 to 10 10YR 3/2 silt loam 24 to 26 fine; few medium none 0.5 to 1 friable to firm moist common very fine & firm moist; moderate angular blocky 10 to 35 10YR 314 silty clay loam 34 to 35 fine none 0.06 to 0.2 structure common very fine & 35 to 70 10YR 513 loam 10 to 12 fine none 1 to 2 very friable moist 10YR 8/3 to hardpan and soil 50% weak hardpan, highly fractured; 7010 90 4/6 mix - none none 0.2 to 0.6 loam soil w/ 10-12% clay very gravelly loamy 10% cobbles; moderately dense in 90 to 118 10YR 4/4 sand 5 to 8 none none 3 to 4 place grayish 15 to 20% cobbles; mostly medium 118 to 162+ variegated very gravelly sand <3 none none readable 12 to 15+ sands; nearly loose in place General Notes: Slope less than 1 % slope. Free water in pit at 155 inches after 1 hour. July 20, 2013 Dan Thompson Thompson Engineers 181 East 5dh Street Garden City, ID 83714 Sent Via e-mail Subject: Sawtooth Village Impact Study Sara M. Baker, President John S. Franden, Vice President Rebecca W. Arnold, Commissioner Mitchell A. Jaurena, Commissioner Jim D. Hansen, Commissioner The Ada County Highway District (ACHD) staff has completed the review of the submitted traffic impact study for Sawtooth Village. Below are the comments/recommendations that are required to be addressed prior to the District proceeding with its review of the development application. The submitted TIS was completed using version 5.5 of the Highway Capacity Software which is based on the 2000 edition of the Highway Capacity Manual. The most recent version of the software, 6.5 should be used as it is based on the 2010 Highway Capacity Manual. Please redo the analysis using version 6.5 of the Highway Capacity Software and resubmit the TIS for review. Please let me know if you have any questions. Sincerely, Mindy Wallace Planning Review Supervisor Development Services CC: Aspen Engineers — Lance Warnick Ada County Highway District • 3775 Adams Street • Garden City, ID • 83714 • PH 208-387-6100 • FX 345-7650 • w .achd.ada.id.us _em« mi: x-ldmoJ�� 9VlNV G: @ \� / / \{</tIt / �.a§&§,| ))qji. @ \� / § B ! , , E , _r 00 ,�• �� 2�����/ e | FC)1 9S 1 � « „ 101 � ®'.\ � >! 9 \ / \ , )\ § c RG u� X / ! b lig �! STANDARD PLAN ! 6 ~// L| mm mm (NiU Commurdty Development Parcel Verification Date: 8/13/13 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Parcel Numbers T/R/S: Zip Code: Property Owner: McLinder Subdivision 50436223401 50436223441 LlhiUT 11 (7.110 Acres) (4.659 Acres) TS Development, LLC 4202 N. Marcliffe Boise, ID 83704 Address Verification Rev: 04/23/12 � ;n 33\Ik\)\ \)»|\ N)( /§ •\#`3 #/` {)\\(\\ ) CANTABRIA FOURPLEX el � § h STANDARD PLAN 55° name v Hearing Date: October 3, 2013 File No.: AZ -13-010 Project Name: McLinder Subdivision Request: Request for annexation & zoning of 13 acres of land with the R-15 (6.43 acres) and C -N (6.58 acres) zoning districts, by TS Development, LLC. Location: The site is located at the southeast corner of W. McMillan & N. Linder Roads at 4650 N. Linder Road and 1437 W. McMillan Road, in the NW '/4 of Section 32, Township 4N, Range IW. File No.: PP -13-022 Project Name: McLinder Subdivision Request: Request for preliminary plat consisting of 28 building lots (7 commercial & 21 multi- family residential) and 2 common/other lots on 11.88 acres of land in the R-15 and C -N zoning districts, by TS Development, LLC. File No.: CUP -13-010 Project Name: Sawtooth Village at McLinder Subdivision Request: Request for conditional use permit for a multi -family development consisting of 84 dwelling units in the R-15 zoning district, by TS Development, LLC.